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Wall Height: 14'Member Height: 13' 7 1/2"Tributary Width: 1' <br />Design Results Actual Allowed Result LDF Load: Combination <br />Slenderness 30 50 Passed (59%)---- <br />Compression (lbs)4880 9668 Passed (50%)1.25 1.0 D + 1.0 Lr <br />Plate Bearing (lbs)4880 8181 Passed (60%)--1.0 D + 1.0 Lr <br />Lateral Reaction (lbs)94 ----1.60 1.0 D + 0.6 W <br />Lateral Shear (lbs)88 3696 Passed (2%)1.60 1.0 D + 0.6 W <br />Lateral Moment (ft-lbs)320 @ mid-span 2717 Passed (12%)1.60 1.0 D + 0.6 W <br />Total Deflection (in)0.16 @ mid-span 1.36 Passed (L/1025)--1.0 D + 0.45 W + 0.75 L + 0.75 Lr <br />Bending/Compression 0.62 1 Passed (62%)1.25 1.0 D + 1.0 Lr <br />•Lateral deflection criteria: Wind (L/120) <br />•Input axial load eccentricity for this design is 16.67% of applicable member side dimension. <br />•Applicable calculations are based on NDS. <br />Supports Type Material <br />Top Dbl 2X Spruce-Pine-Fir <br />Base 2X Spruce-Pine-Fir <br />Max Unbraced Length Comments <br />8' <br />System : Wall <br />Member Type : Column <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Lateral Connections <br />Supports Connector Type/Model Quantity Connector Nailing <br />Top Nails 8d (0.113" x 2 1/2") (Toe)2 N/A <br />Base Nails 8d (0.113" x 2 1/2") (Toe)2 N/A <br />•Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. <br />Dead Roof Live <br />Vertical Load Tributary Width (0.90)(1.25)Comments <br />1 - Point (lb)N/A 2590 2290 Default Load <br />• ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (13' 6"), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi <br />(+/- 0.18), Effective Wind Area determined using full member span and trib. width. <br />• IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. <br />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 1'23.0 <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties <br />related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ <br />document-library. <br />The product application, input design loads, dimensions and support information have been provided by LY PHAN <br />Weyerhaeuser Notes <br />Drawing is Conceptual <br />MEMBER REPORT PASSED <br />Level, C1 <br />1 piece(s) 4 x 6 DF No.2 <br />ForteWEB Software Operator Job Notes 12/8/2024 5:23:57 PM UTC <br />Hai Pham <br />Gemini Design <br />(714) 707-8839 <br />hainp@uci.edu <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 2726 STRAWBERRY <br />NEW DETACHED ADU IN SANTA ANA <br />Page 9 / 12 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025